Flexural Behavior of a Precast Concrete Deck Connected with Headed GFRP Rebars and UHPC.

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第一作者： Won Jong,Chin

第一单位： School of Civil, Environmental, and Architectural Engineering, Korea University, Seoul 02841, Korea.;Department of Infrastructure Safety Research, Korea Institute of Civil Engineering and Building Technology, Goyang 10223, Korea.

作者： Won Jong,Chin ^[1] ; Young Hwan,Park ^[2] ; Jeong-Rae,Cho ^[2] ; Jin-Young,Lee ^[3] ; Young-Soo,Yoon ^[4]

作者单位： School of Civil, Environmental, and Architectural Engineering, Korea University, Seoul 02841, Korea.;Department of Infrastructure Safety Research, Korea Institute of Civil Engineering and Building Technology, Goyang 10223, Korea. ^[1] Department of Infrastructure Safety Research, Korea Institute of Civil Engineering and Building Technology, Goyang 10223, Korea. ^[2] School of Agricultural Civil & Bio-industrial Engineering, Kyungpook National University, Daegu 41566, Korea. ^[3] School of Civil, Environmental, and Architectural Engineering, Korea University, Seoul 02841, Korea. ^[4]

关键词 bond strength concrete headed GFRP rebar development length flexural strength glass fiber-reinforced polymer (GFRP) rebar precast concrete deck ultra-high-performance concrete (UHPC)

DOI 10.3390/ma13030604

PMID 32013084

发布时间 2020-09-28

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